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034 C500 OVERALL UTILITY PLAN
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W'.STORMSTORMN77° 01' 59.33"W 106.89'N89° 18' 14.00"E 213.54'N89° 18' 14.00"E 293.22'N35° 55' 24.90"W 107.73'43.84' N2° 42' 42.11"W 53.31' 9.47'S23° 00' 31.43"E 141.93'N90° 00' 00.00"W 391.12'N90° 00' 00.00"W 391.12'S23° 00' 31.43"E32.59'S23° 00' 31.43"E32.59'S23° 00' 31.43"E 67.27'R =2 7 0 .0 0 'L =8 1 .0 2 'Δ =1 7 °11'3 8 "R =27 0.0 0'L=2 7.4 0'Δ =5°4 8 '54 "S0° 00' 00.00"E 125.06'S23° 00' 31.43"E 64.09'10' SIDEYARDSETBACK10.00' SEPARATION8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W'.STORMSTORMN77° 01' 59.33"W 106.89'N89° 18' 14.00"E 213.54'N89° 18' 14.00"E 293.22'N35° 55' 24.90"W 107.73'43.84' N2° 42' 42.11"W 53.31' 9.47'S23° 00' 31.43"E 141.93'N90° 00' 00.00"W 391.12'N90° 00' 00.00"W 391.12'S23° 00' 31.43"E32.59'S23° 00' 31.43"E32.59'S23° 00' 31.43"E 67.27'R =2 7 0 .0 0 'L =8 1 .0 2 'Δ =1 7 °11'3 8 "R =27 0.0 0'L=2 7.4 0'Δ =5°4 8 '54 "S0° 00' 00.00"E 125.06'S23° 00' 31.43"E 64.09'EWEWEWEWEWEWEWEWEWEWEWEWSFIRE FIREEWSWSWS WSSS SVCESESESESESESESESESESESESESESESESESEWEWEWEWEWEWESSFIREFIREWSWSESSSDT8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W'.STORMSTORMN77° 01' 59.33"W 106.89'N89° 18' 14.00"E 213.54'N89° 18' 14.00"E 293.22'N35° 55' 24.90"W 107.73'43.84' N2° 42' 42.11"W 53.31' 9.47'S23° 00' 31.43"E 141.93'N90° 00' 00.00"W 391.12'N90° 00' 00.00"W 391.12'S23° 00' 31.43"E32.59'S23° 00' 31.43"E32.59'S23° 00' 31.43"E 67.27'R =2 7 0 .0 0 'L =8 1 .0 2 'Δ =1 7 °11'3 8 "R =27 0.0 0'L=2 7.4 0'Δ =5°4 8 '54 "S0° 00' 00.00"E 125.06'S23° 00' 31.43"E 64.09'8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W'.STORMSTORMN77° 01' 59.33"W 106.89'N89° 18' 14.00"E 213.54'N89° 18' 14.00"E 293.22'N35° 55' 24.90"W 107.73'43.84' N2° 42' 42.11"W 53.31' 9.47'S23° 00' 31.43"E 141.93'N90° 00' 00.00"W 391.12'N90° 00' 00.00"W 391.12'S23° 00' 31.43"E32.59'S23° 00' 31.43"E32.59'S23° 00' 31.43"E 67.27'R =2 7 0 .0 0 'L =8 1 .0 2 'Δ =1 7 °11'3 8 "R =27 0.0 0'L=2 7.4 0'Δ =5°4 8 '54 "S0° 00' 00.00"E 125.06'S23° 00' 31.43"E 64.09'32.00' WIDE PUBLICWATER & SEWEREASEMENTNOTES BY SYMBOL:THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.OPEN SPACE6,108 SF8" SANITARYSEWER MAIN (TYP)TO BE INSTALLEDDURING PHASE 1 EX 1.5" COPPER WATER& 4" DI FIRE SERVICESTUBS6" PVC SANITARYSEWER STUB @ 2%TO BE INSTALLEDDURING PHASE 1EX STREAMCENTERLINEABIGAIL LANE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCEWITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITIONDATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL ORBETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FORMORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSEDPLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATIONREQUIREMENTS.9.INVERT ELEVATIONS OBTAINED FROM BOULDER CREEK SUBDIVISION RECORDDRAWINGS DATED 9/12/2018 BY C&H.GENERAL NOTES:14518 PLEXFFE = 47446RETENTION POND #2 TO BEINSTALLED DURING PHASE 1OAK STREET3VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\PHASE 2\4192025 C500 OVERALL UTILITY PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Sep/29/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOULDERS CREEK APARTMENTS PHASE 24192.025MONTANAOVERALL UTILITY PLAN13C500 CMSCMSMEE08/202 2REVISION 2 - DRC COMMENTS2/12/2021CMSBOZEMANKnow what'sbelow.before you dig.CallRKnow what'sbelow.before you dig.CallRINSTALL ±17 LF OF 1.5" COPPER, TYPE K, ANNEALEDDOMESTIC WATER SERVICE AT 6.5' MINIMUM BURY DEPTH.SEE PLUMBING PLANS CONTINUATION INTO BUILDING1INSTALL ± 17 LF OF 4" DUCTILE IRON FIRE SERVICE AT 6.5' MINIMUMBURY DEPTH.REFER TO COB STD DWG 02660-13SEE PLUMBING PLANS CONTINUATION INTO BUILDING2INSTALL ±33 LF OF 4" PVC SANITARY SEWER SERVICE, SEECOB DETAIL NO. 02730-3 FOR DEEP SANITARY SEWERSERVICE CONNECT TO AT ≈ 4732.37INV IN TO BUILDING: 4737.30SEE PLUMBING PLANS CONTINUATION INTO BUILDING3ABANDON UNUSED SANITARY SEWER SERVICE STUBSAT MAIN PER CITY OF BOZEMAN STANDARDS25488" WATER MAIN (TYP)TO BE INSTALLED DURING PHASE 1INSTALL ±48 LF OF 2" COPPER, TYPE K, ANNEALEDDOMESTIC WATER SERVICE AT 6.5' MINIMUM BURY DEPTH.SEE PLUMBING PLANS CONTINUATION INTO BUILDING4INSTALL ± 48 LF OF 4" DUCTILE IRON FIRE SERVICE AT 6.5' MINIMUMBURY DEPTH.REFER TO COB STD DWG 02660-13SEE PLUMBING PLANS CONTINUATION INTO BUILDING5INSTALL ± 7.5 LF OF 6" PVC SANITARY SEWER SERVICEAT 14" PER FOOT SLOPE, CONNECT TO STUB AT 4736.75INV IN TO BUILDING: 4736.90SEE PLUMBING PLANS CONTINUATION INTO BUILDING6777EX 48" SSMHRIM: 4742.09INV IN (S): 4736.02INV OUT (W): 4735.826" PVC SANITARYSEWER STUB @ 2%TO BE INSTALLEDDURING PHASE 14" FIRE SERVICE STUBAND 2" TYPE K COPPER TO BEINSTALLED DURING PHASE 14" FIRE SERVICE STUBAND 2" TYPE K COPPERTO BE INSTALLEDDURING PHASE 118 PLEXFFE = 4743.1512 PLEXFFE = 4742.80EX. 48" SSMHRIM:4739.99INV IN (E): 4734.60INV OUT (W): 4734.40EX 4" PVC SANITARYSEWER STUB @ 2%PROPOSED RETENTIONPOND204010200SCALE IN FEET6INSTALL ± 7.5LF OF 6" PVC SANITARY SEWER SERVICEAT 14" PER FOOT SLOPE, CONNECT TO STUB AT 4735.96INV IN TO BUILDING: 4736.11SEE PLUMBING PLANS CONTINUATION INTO BUILDING8PROPOSEDTRANSFORMERPROPOSEDBURIED POWERPROPOSEDBURIED POWERPROPOSEDBURIED POWER